Fracture — σ = Eε (until σ > σ_y)

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Fracture

σ = Eε (until σ > σ_y)

Hooke's law pushed past the yield point — the linear relationship that holds perfectly until it doesn't.

The invisible line between bending and breaking

Part of: TENSION

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Buckling — P_cr = π²EI / (KL)²

Buckling

P_cr = π²EI / (KL)²

Interference — A(x) = A₁sin(k₁x) + A₂sin(k₂x)

Interference

A(x) = A₁sin(k₁x) + A₂sin(k₂x)

Opposition — F_net = F₁ - F₂ = 0, |F₁| > 0

Opposition

F_net = F₁ - F₂ = 0, |F₁| > 0

Torsion — τ = Tr/J

Torsion

τ = Tr/J